JP2008008125A - Method for making permeable pavement material and permeable molded/machined product - Google Patents
Method for making permeable pavement material and permeable molded/machined product Download PDFInfo
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- JP2008008125A JP2008008125A JP2006202561A JP2006202561A JP2008008125A JP 2008008125 A JP2008008125 A JP 2008008125A JP 2006202561 A JP2006202561 A JP 2006202561A JP 2006202561 A JP2006202561 A JP 2006202561A JP 2008008125 A JP2008008125 A JP 2008008125A
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- crushed stone
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- permeable concrete
- andesite
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/02—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
- C04B28/04—Portland cements
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/00241—Physical properties of the materials not provided for elsewhere in C04B2111/00
- C04B2111/00284—Materials permeable to liquids
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- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Road Paving Structures (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
Description
本発明は、安山岩砕石、硅砂、川砕石を2.0〜13ミリの大きさに粉砕して、透水性コンクリート舗装と透水性成型加工品、に使用することを特徴とする資材及び工法の特許出願である。 The present invention is a material and construction method patent characterized in that andesite crushed stone, cinnabar sand and river crushed stone are pulverized to a size of 2.0 to 13 mm and used for permeable concrete pavement and permeable molded product. It is an application.
既存の車道、歩道、広場、駐車場等はアスファルトやコンクリート舗装で、透水性がなく降雨になると一度に側溝に流れて海へ流れている。地盤の低い地域は床下浸水、河川の氾濫の原因につながっている。また、既存の透水性アスファルトは、透水率が12%前後と低い数値であり、加えて経年変化で目詰りし、2〜3年で透水性がなくなっている。本発明の透水性コンクリート舗装や平板ブロックは目詰まりしないのが特徴である。 Existing roadways, sidewalks, plazas, parking lots, etc. are asphalt and concrete pavement, and they are not permeable and flow into the ditches at a time when it rains. The low ground area leads to underfloor flooding and river flooding. Moreover, the existing water-permeable asphalt is a numerical value with a low water permeability of around 12%. In addition, the water-permeable asphalt is clogged due to secular change, and the water permeability is lost in 2 to 3 years. The permeable concrete pavement and flat block of the present invention are not clogged.
安山岩砕石、硅砂、川砕石で、透水性コンクリート舗装、成形加工品を敷設することで、地下水の復活、樹木の活性化、ヒートアイランドの抑制、また、透水性コンクリートの空隙率の13〜25.5%に雨水を貯溜して、オーバーフローの水を側溝へ流出するのを抑え、排出量を減少させるので、住宅の雨水による床下浸水、地盤の低い水溜りの解消、河川の氾濫等の被害を最小限に抑えることになることを特徴する。 By laying permeable concrete pavement and molded products with andesite crushed stone, cinnabar sand, river crushed stone, revitalization of groundwater, activation of trees, suppression of heat island, and 13 to 25.5 of porosity of permeable concrete % Of rainwater is stored to prevent overflow water from flowing into the side ditches and reduce the amount of discharge, thereby minimizing damage such as underfloor inundation, low ground puddles, and river inundation due to rainwater in houses. It is characterized by being limited to the limit.
安山岩砕石、硅砂、川砕石の特性である、強度、保水性、水の浄化性等の性能を生かし、成型加工品の製造、透水性コンクリートの舗装を敷設することで、雨水を地下に還元する。また、透水性コンクリートは空隙率23〜25.5%前後あり、その空隙に水貯留量ができ、貯水の自然蒸発などで、表面温度が、アスファルト舗装やコンクリート舗装と比較して5〜10度低くなることを特徴とする。
安山岩砕石の保水性とは、安山岩の特徴として多孔質で保水性がある。
砕石S−5(7号砕石)5〜2.5 表面乾燥密度 2.674
竹炭の特徴として、水の浄化性と殺菌性がある。Utilizing the properties of andesite crushed stone, dredged sand, and river crushed stone, such as strength, water retention, water purification, etc., manufacturing molded products and laying permeable concrete pavement to reduce rainwater underground . In addition, water-permeable concrete has a porosity of around 23 to 25.5%, water can be stored in the void, and the surface temperature is 5 to 10 degrees compared to asphalt pavement and concrete pavement due to natural evaporation of the stored water. It is characterized by being lowered.
Andesite crushed water retention is porous and water retention characteristic of andesite.
Crushed stone S-5 (No. 7 crushed stone) 5-2.5 Surface dry density 2.674
Bamboo charcoal has water purification and bactericidal properties.
安山岩砕石、硅砂、川砕石を2.0〜13ミリの大きさに粉砕し、横100〜500・幅100〜500・高さ30〜80ミリの成型加工した透水性コンクリート平板ブロックを敷設することで、雨水を敷設舗装面積の13〜25.5%の水を貯溜する為、側溝への排水を一時的に減少させることを特徴とする。 Crushing andesite crushed stone, cinnabar sand, river crushed stone to a size of 2.0 to 13 mm, and laying a molded permeable concrete flat block of 100-500 width, 100-500 width, 30-80 mm height Thus, rainwater is laid down and 13 to 25.5% of the pavement area is stored, so that the drainage into the gutter is temporarily reduced.
また、その貯溜効果で雨水が側溝に一度に排水しないので台風被害等を減少させる。床下浸水の被害を防ぎ、且つ、経済的な面からも、側溝の縮小で土地の有効活用を特徴とする。 Moreover, rainwater does not drain into the gutter at once due to the storage effect, thereby reducing typhoon damage. It is characterized by effective use of land by reducing the ditches from the economical aspect to prevent underfloor flooding.
安山岩砕石、硅砂、川砕石で成型加工品の敷設、透水性コンクリート舗装は、景観にも美しい各色でカラーやデザイン舗装、加工品の平板ブロック敷設が出来てなることを特徴とする。安山岩砕石、硅砂、川砕石の特徴である強度と保水性、透水性コンクリート舗装の特徴である透水性、保水性、空隙率を生かすことで、地下水の復活、樹木の活性化、ヒートアイランド抑制になることを特徴とする。 Laminated concrete laid with andesite crushed stone, cinnabar sand, river crushed stone, and permeable concrete pavement are characterized by color, design pavement and crafted flat block laying in various colors that are also beautiful in the landscape. By utilizing the strength and water retention characteristics of andesite crushed stone, dredged sand, and river crushed stone, and the water permeability, water retention, and porosity characteristics of permeable concrete pavement, it is possible to restore groundwater, activate trees, and suppress heat islands. It is characterized by that.
安山岩砕石、硅砂、川砕石使用の透水性コンクリート舗装、成形加工板は、雨水に対して施工厚さや平米数の23〜25.5%が水の貯留量である。舗装施工平米数が広くなると、遊水池の1つと考えることができ、土地の有効利用ができてなることを特徴とする。 For permeable concrete pavement and molded plate using andesite crushed stone, cinnabar sand, river crushed stone, 23 to 25.5% of the construction thickness and the number of square meters with respect to rainwater is the amount of water stored. If the number of paved construction square meters increases, it can be considered as one of the reservoirs, and the land can be used effectively.
安山岩砕石、硅砂、川砕石で透水性、保水性コンクリート舗装は溜枡と同じ効果がある。水の貯溜効果で、ヒートアイランドの抑制ができてなることを特徴とする。 Andesite crushed stone, cinnabar sand, river crushed stone, water permeability and water retaining concrete pavement has the same effect as tame. The heat storage effect can be suppressed by the water storage effect.
安山岩砕石、硅砂、川砕石で、透水性コンクリート舗装、成形加工板を敷設することは、遊水池の縮小と地盤の有効利用になるになることを特徴とする。 Laying permeable concrete pavement and molded plate with andesite crushed stone, cinnabar sand, river crushed stone is characterized by the reduction of the reservoir and effective use of the ground.
本発明は、安山岩砕石、硅砂、川砕石で、透水性コンクリート舗装、成形加工品を敷設することで、雨水を透すコンクリート舗装で地下水の活性化、地盤沈下抑制、表面が透水性舗装なので水溜りができない、雨水を地下に浸透させるので、床下浸水削減、側溝への排水量の減少で、河川の氾濫の抑制になることを特徴とする。 The present invention is made of andesite crushed stone, cinnabar sand, river crushed stone, permeable concrete pavement, molding processed product, laying groundwater activated concrete pavement through rainwater, suppressing ground subsidence, surface is permeable pavement Since rainwater cannot penetrate and penetrates underground, it is characterized by reducing underfloor inundation and reducing the amount of drainage to the ditches, thereby suppressing river flooding.
安全歩行性、水溜りが出来ない、滑らない、太陽の照り返しの抑制、表面温度がアスファルトやコンクリート舗装に比較して表面温度が5〜10度低下する。保水性で芝や樹木の活性化、ヒートアイランド現象抑制になることを特徴する。 Safe walking ability, unable to puddle, not slip, suppression of sun reflection, surface temperature is reduced by 5-10 degrees compared to asphalt or concrete pavement. It is characterized by water retention, activation of turf and trees, and suppression of the heat island phenomenon.
施工面積が広くなれば、それに比例し、保水性と水の貯溜水量が大きくなり、側溝への排出水量の大幅減少で、側溝工事費用の大幅削減による経済効果があります、河川の波乱、床下浸水、雨水を地中に浸透させるので、地下水の復活と活性化になることを特徴する。 If the construction area increases, the water retention capacity and the amount of water stored will increase in proportion to the construction area, resulting in a significant reduction in the amount of drainage to the side ditches and the economic effect of drastically reducing the side gutter construction costs. River turbulence, underfloor inundation Because it infiltrates rainwater into the ground, it is characterized by revitalization and activation of groundwater.
安山岩砕石、硅砂、川砕石使用の、透水性コンクリート舗装は、水溜りの解消、太陽の照り返しの反射熱の抑制、樹木の活性化、ヒートアイランドの抑制で涼しく、心に安らぎを与え、景観にも美しいカラー舗装、自然環境や生活環境を明るくする効果になることを特徴とする。 The permeable concrete pavement made of andesite crushed stone, cinnabar sand, river crushed stone is cool, gives relief to the heart by eliminating water pool, suppressing reflected heat of sun reflection, activating trees and suppressing heat island. It is characterized by beautiful color pavement, the effect of brightening the natural environment and living environment.
発明者は、前記実施形態の工法で透水性コンクリート舗装層、厚さ20〜80ミリで敷設する透水性コンクリートを製造し、その強度試験方法はJISで規定された試験方法で、透水試験、曲げ強度試験、圧縮強度試験、透水係数試験、空隙率試験を実施した。試験条件は以下のとおりである。 The inventor manufactured a permeable concrete to be laid with a permeable concrete pavement layer having a thickness of 20 to 80 mm by the construction method of the above embodiment, and the strength test method is a test method defined by JIS, a water permeability test, a bending test. A strength test, a compressive strength test, a water permeability test, and a porosity test were performed. The test conditions are as follows.
温度20℃、湿度65%の条件下で、タライ型モルタルミキサーに、▲1▼ポルトランドセメントを15kg、▲2▼安山岩砕石と硅砂、川砕石のいずれか1つを直径2.0〜13mmの大きさに粉砕したものを75〜90kg、▲3▼エチレンー酢酸ビニール共重合体からなる樹脂の粉末EVAエマルジョン樹脂、クラレKRE−68A又は68B(クラレトレーディング株式会社製)ポルトランドセメント重量の5〜22%、▲4▼竹炭0.3〜1kg、▲5▼抗菌剤((株)シナネンゼオミック社製)銀イオン系、ポルトランドセメント重量の1〜3%、▲6▼水5〜6kg、の各材料を、供試体A、B,Cとする。(A)圧縮強度試験用に円柱10cm×20cm、(B)曲げ強度試験用に立方体10cm×10cm×40cm、(C)透水試験用に円柱10cm×20cmを複数用意した。なお圧縮強度試験はJISA1108、曲げ強度試験はJISR5201を参照した。透水試験:JISA1218定水位透水試験法による、1〜6の順番で型枠に流し込んで試供体を製造する。 Under the conditions of a temperature of 20 ° C and a humidity of 65%, a tarai-type mortar mixer, (1) 15 kg of Portland cement, (2) any one of andesite crushed stone, dredged sand, and river crushed stone with a diameter of 2.0 to 13 mm 75-90 kg of crushed powder, (3) powdered EVA emulsion resin made of ethylene-vinyl acetate copolymer, Kuraray KRE-68A or 68B (manufactured by Kuraray Trading Co., Ltd.) 5-22% of Portland cement weight, (4) Bamboo charcoal 0.3-1 kg, (5) Antibacterial agent (manufactured by Sinanen Zeomic Co., Ltd.) silver ion, 1-3% of Portland cement weight, (6) 5-6 kg of water, Specimens A, B, and C are used. (A) A
試験結果は、KRE−68A又はKRE−68B、それぞれの試供体で、ともに材齢28日で、圧縮強度が167.9(kg/cm2)曲げ強度が3.5(kg/cm2)空隙率が21.4〜29.0(%)、透水係数7.19×10−1(cm/see)であつた。The test results were KRE-68A or KRE-68B, each of which was 28 days old, the compression strength was 167.9 (kg / cm2), the bending strength was 3.5 (kg / cm2), and the porosity was It was 21.4 to 29.0 (%), and the water permeability was 7.19 × 10 −1 (cm / see).
本発明は、安山岩砕石、硅砂、川砕石を2.0〜13mmに粉砕して、透水性コンクリート舗装や成型加工品、造形構造物などに加工して、側溝、歩道、駐車場、広場、住宅周りの外構、庭、防草舗装、景観構造物等に製造可能でなることを特徴とする。 In the present invention, andesite crushed stone, cinnabar sand, and river crushed stone are pulverized to 2.0 to 13 mm and processed into permeable concrete pavement, molded product, shaped structure, etc., side gutter, sidewalk, parking lot, open space, house It can be manufactured in surrounding exteriors, gardens, grass pavements, landscape structures, etc.
安山岩砕石、硅砂、川砕石を、2.0〜13mmに粉砕して、成型加工品の寸法は全て現場に対応した成型加工品を作成することになる為、加工物の利用範囲は無限でなることを特徴とする。 Andesite crushed stone, cinnabar sand, river crushed stone are pulverized to 2.0 to 13 mm, and the dimensions of the molded products are all made into molded products corresponding to the site, so the range of use of the processed products is infinite It is characterized by that.
透水性コンクリート舗装材を製造して打説する工法には特殊な技術が必要で、その範囲は、特に圧縮、圧力等が、強度と密接な関係がある為、透水係数に大きな変化が発生する為に、転圧、圧縮、圧力重量を10〜120kg範囲の打設転圧で仕上げをする事をしなければならない。 A special technique is required for the method of manufacturing and demonstrating permeable concrete pavement materials, and the range, especially compression, pressure, etc., are closely related to strength, so large changes occur in the hydraulic conductivity. For this purpose, it is necessary to finish by rolling, compressing, and placing and rolling with a pressure weight of 10 to 120 kg.
材料の配合の中で、安山岩砕石、硅砂、川砕石は、ミキサー混入前に水を掛けて湿らした砕石を使用してなることを特徴とする。 Among the blends of materials, andesite crushed stone, cinnabar sand, and river crushed stone are characterized by using crushed stone wetted with water before mixing with a mixer.
透水性コンクリート打設工法、規定の配合で混練した材料を路面に敷設して規定の厚さに定規等でひきならして、左官ゴテで転圧仕上げ、プレート転圧仕上げ、ローラー転圧仕上げ等いずれも転圧、圧縮、圧力は10〜120kgで仕上げることを特徴とする。 Permeable concrete placement method, laying the material kneaded with the specified composition on the road surface and laying it with a ruler etc. to the specified thickness, rolling finish with plastering iron, plate rolling finish, roller rolling finish, etc. All are characterized by finishing by rolling, compression and pressure of 10 to 120 kg.
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Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP2257504A2 (en) * | 2008-03-19 | 2010-12-08 | Hexion Specialty Chemicals Research Belgium S.A. | Modifier for concrete and cement formulations and methods of preparing the same |
JP2012510423A (en) * | 2008-12-05 | 2012-05-10 | ワッカー ケミー アクチエンゲゼルシャフト | Permeable concrete composition |
US8404040B2 (en) | 2009-07-07 | 2013-03-26 | Momentive Specialty Chemicals Inc. | Curing or sealing compositions for concrete and cement formulations and processes for using the same |
CN103088742A (en) * | 2011-11-07 | 2013-05-08 | 北京仁创科技集团有限公司 | Water permeable brick and its making method |
CN106810126A (en) * | 2015-12-02 | 2017-06-09 | 深圳海川新材料科技有限公司 | A kind of asphalt based on Graphene anti-rut agent and preparation method thereof |
CN109809750A (en) * | 2019-04-03 | 2019-05-28 | 淄博金藏新材料科技有限公司 | A kind of permeable mortar and preparation method thereof |
-
2006
- 2006-06-26 JP JP2006202561A patent/JP2008008125A/en active Pending
Cited By (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP2257504A2 (en) * | 2008-03-19 | 2010-12-08 | Hexion Specialty Chemicals Research Belgium S.A. | Modifier for concrete and cement formulations and methods of preparing the same |
EP2257504A4 (en) * | 2008-03-19 | 2012-07-11 | Momentive Specialty Chemicals Res Belgium Sa | Modifier for concrete and cement formulations and methods of preparing the same |
US8252106B2 (en) | 2008-03-19 | 2012-08-28 | Momentive Specialty Chemicals Inc. | Modifier for concrete and cement formulations and methods of preparing the same |
JP2012510423A (en) * | 2008-12-05 | 2012-05-10 | ワッカー ケミー アクチエンゲゼルシャフト | Permeable concrete composition |
US9670094B2 (en) | 2008-12-05 | 2017-06-06 | Wacker Chemie Ag | Pervious concrete composition |
US8404040B2 (en) | 2009-07-07 | 2013-03-26 | Momentive Specialty Chemicals Inc. | Curing or sealing compositions for concrete and cement formulations and processes for using the same |
CN103088742A (en) * | 2011-11-07 | 2013-05-08 | 北京仁创科技集团有限公司 | Water permeable brick and its making method |
CN103088742B (en) * | 2011-11-07 | 2016-02-03 | 北京仁创科技集团有限公司 | A kind of water-permeable brick and preparation method thereof |
CN106810126A (en) * | 2015-12-02 | 2017-06-09 | 深圳海川新材料科技有限公司 | A kind of asphalt based on Graphene anti-rut agent and preparation method thereof |
CN109809750A (en) * | 2019-04-03 | 2019-05-28 | 淄博金藏新材料科技有限公司 | A kind of permeable mortar and preparation method thereof |
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